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This Code prescribes testing programs and evaluation requirements for post-installed reinforcing bars intended for use in concrete under the straight-bar development and splice length design provisions of ACI CODE-318. Testing and assessment criteria are provided for various conditions of use, including seismic loading, sustained loading, aggressive environments, and reduced and elevated temperatures. Criteria are provided for establishing the required characteristic bond strength, reductions for adverse conditions, and associated job-site quality control requirements.
The MCP Online contains all new committee standards and reports released throughout the year. The most recently added include
CODE-355.5-24: Post-Installed Reinforcing Bar Systems in Concrete—Qualification Requirements and Commentary (SI Units)
PRC-221-25: Use of Normalweight and Heavyweight Aggregates in Concrete—Guide
PRC-(349-359)-24: Design of Nuclear Safety-Related Structures for Impactive and Impulsive Loads using CODE-349 and ASME Section III, Division 2 Provisions—Guide (SI Units)
PRC-440.14-25: Design of Circular Concrete-Filled Fiber-Reinforced Polymer Tubes—Guide
CODE-355.4-24: Post-Installed Adhesive Anchors in Concrete—Qualification Requirements and Commentary (SI Units)